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contributor authorJ. E. Hernández
contributor authorG. P. Merkley
date accessioned2017-05-08T21:52:49Z
date available2017-05-08T21:52:49Z
date copyrightJanuary 2011
date issued2011
identifier other%28asce%29ir%2E1943-4774%2E0000296.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65161
description abstractUsing state-of-the-art computational techniques, a genetic algorithm (GA) and an accuracy-based learning classifier system (XCS) were shown to produce optimal operational solutions for gate structures in irrigation canals. An XCS successfully developed a set of operational rules for canal gates through the exploration and exploitation of rules using a GA, with the support of an unsteady-state hydraulic simulation model. A computer program which implemented the XCS was used to develop operational rules to operate all canal gate structures simultaneously, while maintaining water depth near target values during variable-demand periods, and with a hydraulically stabilized system when demands no longer changed. This model can be applied to canal networks with constant or variable demands within the limits of current hydraulic simulation capabilities. The program output is a set of feasible and optimal operating rules for multiple gate structures, facilitating the automation of open-channel irrigation conveyance systems. Results from sample applications of this technique are presented in the companion paper.
publisherAmerican Society of Civil Engineers
titleCanal Structure Automation Rules Using an Accuracy-Based Learning Classifier System, a Genetic Algorithm, and a Hydraulic Simulation Model. I: Design
typeJournal Paper
journal volume137
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000268
treeJournal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 001
contenttypeFulltext


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